锥坡工程量计算模板

其中:砂砾垫层V=V2-V3浆砌片石基础锥坡填土项目n(立面坡比)m(侧面坡比)α0β0t1(浆砌厚度)t2(垫层厚度)H(高度)H1H2V1V2V31个工程数量（m3）2个工程数量（m3）浆砌片石锥坡1.501.751.2021.1520.300.108.1007.75365.22319.5345.6991.39砂砾垫层1.501.751.2021.1520.300.108.1007.757.63319.53305.1914.3428.68浆砌片石基础1.501.758.10010.5721.15锥坡填土1.501.751.2021.1520.300.108.1007.757.63305.19610.38备注备注锥坡工程量计算表V3=π·m·n·H23/12V=V1-V2H1=H-t1(α0β0)1/2β0=(1+n2)1/2/nα0=(1+m2)1/2/m浆砌片石锥坡V=0.5·π·(m·H+n·H+（0.5+0.7)/2)/4V1=π·m·n·H3/12V2=π·m·n·H13/121.表中所示单位以米计列;2.砂砾垫层工程量计入锥坡回填中。注:粉红色区域需要填入数据,蓝色区域有公式,不需要填写.H2=H1-t2(α0β0)1/2V=π·m·n·H23/12浆砌片石锥坡49.3791.39140.76砂砾垫层15.1528.6843.83浆砌片石基础15.7921.1536.94锥坡填土232.36610.38842.74